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The one-story house made of cross-laminated and glued-laminated timber will be awarded the prestigious certification for passive houses, a symbol of high-quality standards in terms of energy efficiency and CO2 consumption.
Structural Design:
Maderas Besteiro
www.mbesteiro.com
Structural Design:
Maderas Besteiro
www.mbesteiro.com
Steel Beam
No Download Possible
Customer Project / View Only
| Number of Nodes | 177 |
| Number of Lines | 120 |
| Number of Members | 62 |
| Number of Surfaces | 26 |
| Number of Load Cases | 11 |
| Number of Load Combinations | 6 |
| Total Weight | 0.264 tons |
| Dimensions (Metric) | 3.892 x 0.140 x 0.603 m |
| Dimensions (Imperial) | 12.77 x 0.46 x 1.98 feet |
| Program Version | 5.24.01 |
Length: 00:00:22 min
Length: 00:00:31 min
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Product Feature
Length: 00:00:42 min
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Length: 00:58:00 min
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Length: 01:02:19 min
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The deformations of the FE nodes are always the first result of an FE calculation. It is possible to calculate strains, internal forces, and stresses based on these deformations and the stiffness of the elements.
Plate girder is an economical choice for long spans construction. I-section steel plate girder typically has a deep web to maximize its shear capacity and flange separation, yet thin web to minimize the self-weight. Due to its large height-to-thickness (h/tw) ratio, transverse stiffeners may be required to stiffen the slender web.
Understanding steel connection rigidity is crucial in structural design. Often, connections are treated as strictly pinned or rigid, but this can lead to uneconomical or even dangerous designs. Explore how Dlubal Software's RFEM and Steel Joints add-on help verify connection stiffness and moment resistance, ensuring safer and more economical designs.
The three types of moment frames (Ordinary, Intermediate, Special) are available in the Steel Design add-on of RFEM 6. The seismic design result according to AISC 341-22 is categorized into two sections: member requirements and connection requirements.
- Numerous component types, such as base and end plates, web angles, fin plates, gusset plates, stiffeners, tapers, or ribs for easy input of typical connection situations
- Universally applicable basic components (such as plates, welds, bolts, auxiliary planes) for modeling complex connection situations
- Graphical display of the connection geometry with dynamic updating during the input
- Wide range of cross-section shapes: I-sections, U-sections, angles, T-sections, hollow sections, built-up cross-sections and thin-walled sections
- Library in the Dlubal Center with a large number of program-side template connections, including user-defined templates
- Automatic adaptation of the connection geometry based on the relative arrangement of the components to each other – even in case of subsequent editing of the structural components
In the ultimate configuration of the steel joint design, you have the option to modify the limit plastic strain for welds.
The "Base Plate" component allows you to design base plate connections with cast-in anchors. In this case, plates, welds, anchorages, and steel-concrete interaction are analyzed.
In the "Edit Section" dialog box, you can display the buckling shapes of the Finite Strip Method (FSM) as a 3D graphic.
I am comparing the flexural buckling design according to the equivalent member method and the internal forces according to the linear static analysis with the stress calculation according to the second-order analysis, including imperfections. The differences are very large. What could be the reason for this?
In spite of having defined smooth ranges, they are not considered in the design in RF‑STEEL Surfaces. Which setting did I overlook?
Can I use the RF‑STEEL Surfaces add-on module to perform fire resistance design for steel surfaces?
When calculating a result combination, why does RF‑/STEEL not determine the same maximum internal forces as in the results within the result combination itself?
I have to dimension a wall bracket as a steel brackets that I have modeled as surface components in RFEM 5. Which add-on module can I use to design it?
In RFEM/RSTAB, I use cross-sections with the values defined by direct input. How do I get the RF‑/STEEL add-on module to consider my cross-sections?
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